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Article: Simulated seismic load tests on prestressed concrete piles and pile-pile cap connections

TitleSimulated seismic load tests on prestressed concrete piles and pile-pile cap connections
Authors
Issue Date1990
Citation
Pci Journal, 1990, v. 35 n. 6, p. 42-61 How to Cite?
AbstractThe results of tests conducted in New Zealand on prestressed concrete piles and pile-pile cap connections subjected to simulated seismic loading are summarized. The piles were of prestressed pretensioned concrete with a 400 mm (15.7 in.) octagonal cross section and contained spiral reinforcement. The pile caps were of reinforced concrete. The range of pile-pile cap connection details tested included piles with ends embedded in the cap either with or without the ends of the longitudinal steel exposed, and the use of Ion-gitudinal steel dowel bars. The test results showed that well detailed prestressed concrete piles and pile-pile cap connections are capable of undergoing large post-elastic deformations without significant loss in strength when subjected to severe seismic loading.
Persistent Identifierhttp://hdl.handle.net/10722/149941
ISSN
2015 Impact Factor: 0.526
2015 SCImago Journal Rankings: 0.716

 

DC FieldValueLanguage
dc.contributor.authorJoen, Pam Hoaten_US
dc.contributor.authorPark, Roberten_US
dc.date.accessioned2012-06-26T06:00:41Z-
dc.date.available2012-06-26T06:00:41Z-
dc.date.issued1990en_US
dc.identifier.citationPci Journal, 1990, v. 35 n. 6, p. 42-61en_US
dc.identifier.issn0887-9672en_US
dc.identifier.urihttp://hdl.handle.net/10722/149941-
dc.description.abstractThe results of tests conducted in New Zealand on prestressed concrete piles and pile-pile cap connections subjected to simulated seismic loading are summarized. The piles were of prestressed pretensioned concrete with a 400 mm (15.7 in.) octagonal cross section and contained spiral reinforcement. The pile caps were of reinforced concrete. The range of pile-pile cap connection details tested included piles with ends embedded in the cap either with or without the ends of the longitudinal steel exposed, and the use of Ion-gitudinal steel dowel bars. The test results showed that well detailed prestressed concrete piles and pile-pile cap connections are capable of undergoing large post-elastic deformations without significant loss in strength when subjected to severe seismic loading.en_US
dc.languageengen_US
dc.relation.ispartofPCI Journalen_US
dc.titleSimulated seismic load tests on prestressed concrete piles and pile-pile cap connectionsen_US
dc.typeArticleen_US
dc.identifier.emailJoen, Pam Hoat:pamhoatjoen@hku.hken_US
dc.identifier.authorityJoen, Pam Hoat=rp00071en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0025509458en_US
dc.identifier.volume35en_US
dc.identifier.issue6en_US
dc.identifier.spage42en_US
dc.identifier.epage61en_US
dc.identifier.scopusauthoridJoen, Pam Hoat=6602976141en_US
dc.identifier.scopusauthoridPark, Robert=7401895736en_US

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